SW8120902_APPROVED PLANS_20121009

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

y
N. C. GRID MONUMENT JIGGS"
N = 129, 415.66
E = 2, 333, 231.27
C.F.S. = 1.00007701
'11AD 83 (2001)
1
I
l
Q
1�
C
I
POWER POLE (TYP.) _ EX E EC I
ta
w
Ch
a
N/F WISMAN HILDA O'CONNER
DB. 1139 PG. 1892
R08200-002-000
ZONE R-15
S M',���.
2ia.5o'
�96
N/F MITCHELL AMOS D. (ETAL)
DB. 0933 PG- 0576
R08200-002-021-000
ZONE R-15
WATER & SEWER SERVICES TO BE
REMEN DEEDS INSTALLED PER SECTIONS 603 & 703
CSCRFIM COULD NOT � OF THE CURRENT IBC
EXISTING WELL 0
CURVE DATA
C�
Radbe
D0117
Chard
Chord Bear.
C 1
3869 72
2145 59
1w a2
S 1&41 19 E
C2
3M 7
14335
116 60
S OT2631 E
C3
3819.72
6'53 06
458.72
S 08'3 45 E
5' OAK ~ 5 A37'� Iva
s B420'.1f2�' 1t�92 f0' � r
61RNE
42
2LUF- 1$ACK 1091.48' 15 QIUC
11 012 AK ~
70AK J 4 '~ —
N/F GAUSE FAMILY REVOCABLE TRUST
DB. 5287 PG. 0732
-RO8200-002-029-000
ZONE R-15
Z
NC 421 CAROUNA 0
(A
BEACH ROAD ^'
SITE
Location map not to scale
e
E'7P
SIR N/F JOHN L. DOUGLAS, III
DB. 2847 PG. 93
R08200-002-050-000
ry ZONE R-15
R
h
N/F PHILEMON JEFFERY T.
DB. 2267 PG. 0580
R08200-002-202-000
ZONE R--15
JIOAK�
JOANNE
N/F SIM(ITAS SPIRIDON &DB. 225: PG. 0548
R08200-002-046-000
ZONE R--1S
APPROVEDKM� EWIRo�' L M"OEM99 SSW
J COMP DMON OFWAM
f R SITE ,DATA�-
J PARCEL: R08200-002-028-000
TOTAL AREA: 8.23 AC
J ZONING: R-15
f SETBACKS: FRONT 30' }
I SIDE 15'
REAR 25
MAX. HEIGHT: 35'
FEMA FLOOD MAP INFORMATION:
MAP PANEL No.: 37203132001
�J FLOOD ZONE: "X"
MAP PANEL DATE: APRIIL 3, 2006
FOR PERMITTING ONLY — NOT FOR CONSTRUCTION
PROPQSED USE REQUIRED PARKING TOTAL REQUIRED
CHURCH 1 SPACE/4 SEATS 988 SEATS/4 = 247
TOTAL SPACES REQUIRED: 247 SPACES INCLUDING 7 H.C. SPACES
TOTAL SPACES PROVIDED: 248 SPACES INCLUDING 7 H.C. SPACES
GRAPHIC SCALE
50 0 25 w 100 no
(INFM)
! inch - 50 fL
0
00 x
LID �
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00
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LL-
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SCALE: 1 "=50'
PROJECT # 11012
FILE # 11012CVL.dw
DRAWN BY: A.S.D.
DATE: 10-28-11
REVISION DATES:
1-23-11 REVISE
UILDING SETBACKS PER
VC REVIEW
-3-12 REVISE LAYOUT
PER NEW BOUNDARY &
TREE SURVEY PER
WNER
5-10-12 ADD
ENTRANCE DIMENSIONS
PER NCDOT REVIEW
6-14-12 ADD
DIMENSIONS TO
GRASSED BASINS PER
NCDENR REQUEST
7-31-12 ADD
DRIVEWAY DIMENSIONS
PER NCDOT REVIEW
8-27- , , &W R SITE
PERo
`�. SEAL
1 5
'�I/�.°�w� � •gu G� ono ry,I.
S.
nV �:
SHEE
C — I
1 OF 9
777
� r,+,�i "� i � `� y ,t•,��r�,.,i'i�r '1'�r � 1,a �.. � ` ;� (, I `s r ;r , i(�,�:A�l'rsP{f�l�il�Lr#�I, 'i�,���,i�L4+i i�Sit� tiro �.:�;.;i

i
0
ALL DISTURBED AREA WITHIN
RIGHT OF WAY TO BE
IMMEDIATELY SEEDED do
JUTE MATTING TO BE INSTALLED
FOR STABILIZATION ,
N. C. GRID MONUMENT "JIGGS"
IIN = 129, 415.66
E = 2,333,231.27
I C.F.S. = 1.00007701
NAD 83 (2001)
I
1
v
rn
I
� n
NO CULVEF
UNDER EX.
DRIVE
N/F WISMAN HILDA O'CONNER
DB, 1139 PG. 1892
R08200-002-000
ZONE R-15
LAND DISTURBANCE FROM
POSSIBLE GAP BETWEEN DEEDS
r AN ADEQUATE DESCRIPTION COULD NOT
I BE FOUND FOR THE MITCHELL PROPERTY
O TEMPORARY SEDIMENT FENCE
I HARDWARE CLOTH & GRAVEL INLET PROTECTION
TEMPORARY GRAVEL CHECK DAM
%M:I:9 TEMPORARY STONE FILTER RING
- = M M M LIMIT OF DISTURBANCE
N/F MITCHELL AMOS D. (ETAL)
DB. 0933 PG. 0576
R08200-002-021-000
ZONE R-15
N/F GAUSE FAMILY REVOCABLE TRUST
DB, 5287 PG. 0732
R08200-002-029-000
ZONE R-15
CURVE DATA
Curve
Radius
Delta
Chord
Chord Bear.
C 1
3869, 72
2'45 59
186.82
S 10'41 19 E
C2
3869.72
1.43'35
1 16.60
S 08'26 31 E
C3
3819.72
6'53 06
458.72
S 08'37 45 E
SLOPE 3:1 FROM EX. ELEVATIONS AT
PROPERTY LINE TO TOP OF SLOPE
TO CREATE "LEVEL" AREA DIRECTLY
BEHIND BUILDING. SLOPED AWAY FROM
BUILDING PER CURRENT BUILDING CODE REQ.
~ :S��7,i� 17DL!-zz
~r PINE ~' t
FOR PERMITTING ONLY — NOT FOR
Maintenance Plan
1. 'All erosion and sediment control measures will be checked for stability and
operation following every runoff -producing rainfall, but in no case, less than
once every week and within 24 hours of every half inch rainfall.
2. All points of egress will have construction entrances that will be periodically
top -dressed with an additional 2 inches of #4 stone to maintain proper depth.
They will be maintained in a condition to prevent mud or sediment from
leaving the site. Immediately remove objectionable material spilled washed or
tracked onto the construction entrance or roadways.
3. Sediment will be removed from hardware cloth and gravel inlet protection,
block and gravel inlet protection, rock doughnut inlet protection and rock
pipe inlet protection when the designed storage capacity has been half filled
with sediment. Rock will be cleaned or replaced when the sediment pool no
longer drains as designed. Debris will be removed from the rock and
hardware cloth to allow proper drainage. Silt sacks will be emptied once a
week and after every rain event. Sediment will be removed from around
beaver dams, dandy sacks and socks once a week and after every rain event.
4. Diversion ditches will be cleaned out immediately to remove sediment or
obstructions from the flow area. The diversion ridges will also be repaired.
Swales must be temporarily stabilized within 21 calendar days of cease of any
phase of activity associated with a swale.
5. Sediment will be removed from behind the sediment fence when. it becomes
half filled. The sediment fence will be repaired as necessary to maintain a
barrier. Stakes must be steel. Stake spacing will be 6 feet max. with the use
of extra strength fabric,,without wire backing. Stake spacing will be 8 feet
max. when standard strength fabric and wire backing are used. If rock filters
are designed at low points in the sediment fence the rock will be repaired or
replaced if it becomes half full of sediment, no longer drains as designed or is
damaged.
6. Sediment will be removed from sediment traps when the designed storage
capacity has been half filled with sediment. The rock will be cleaned or
replaced when the sediment pool no longer drains or when the rock is
dislodged. Baffles will be repaired or replaced if they collapse, tear,
decompose or become ineffective. They will be replaced promptly. Sediment
will be removed when deposits reach half the height of the Vt baffle.
7. Sediment will be removed from the sediment basin when the design storage
capacity has been half filled with sediment. Rock will be cleaned or replaced
When the sediment pool no longer drains or if the rock is dislodged. Baffles
will be repaired or replaced if they collapse, tear, decompose or become
ineffective. They will be replaced promptly. Sediment will be removed from
baffles when deposits reach half the height of the 1't baffle. Floating skimmers
will be inspected weekly and will be kept clean.
8. All seeded areas will be fertilized, reseeded as necessary and mulched
according to specifications in the vegetative plan to maintain a vigorous, dense
vegetative cover. All slopes will be stabilized within 21 calendar days. All other
areas will be stabilized within 15 working days.
9. Flocculants will be used to address turbidity issues. The pumps, tanks, hoses
and injection systems will be checked for problems or turbid discharges daily.
N/F SIMOTAS SPIRIDON & JOANNE
DB. 2257 PG. 0548
R08200-002-046-000
ZONE R-15
CONSTRUCTION
Location map not to scale
E!P
SIR N/F JOHN L. DOUGLAS, III
o DB. 2847 PG. 93
R08200-002-050-000
a ZONE R-15
a
h
N/F PHILEMON JEFFERY T.
DB. 2267 PG. 0580
R08200-002-202-000
ZONE R-15
I
DATA
SOIL TYPES: LAKELAND. WAKULLA & LEON
PROPOSED DISTURBED AREA: 5.92 AC (258,023 SF
PROPOSED IMPERVIOUS AREA: 2.73 AC (118,817 SF
NO WETLANDS ARE PRESENT ON SITE PER USACOE ACTION ID: SAW--2010-00506
W
sa
GRAPHIC SCALE
( IN l
1 inch - 50 &
200
00 X
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00
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SCALE: 1 "=50'
PROJECT # 11012
FILE # 11012CVL.dw
DRAWN BY: A.S.D.
DATE: 10-28-11
REVISION
DATES:
1-23-11 REVISE
RAINAGE SYSTEM PER
IELD INFILTRATION RATI
2-3-12 REVISE
DRAINAGE SYSTEM PER
DETAILED SOILS REPORT
—17--12 REVISIONS PE
HC ENGINEERING &
CDENR REVIEW
--27-12 ADD NOTES
OR SOUTH PL GRASS
WALE & ADD CULVERT
OR OFF —SITE DRAINAGE
ER NHC ENGINEERING
EVIEW
—23-12 ADD LIMIT OF
ISTURBANCE LINE PER
HC ENGIVEERING
EV
a&
�FEssrc,� 4
SEAL
19915
Sol. ��•�' 13.1�
3•
SHEET NUMBER:
C. 2
2 OF 8
j ;�_i_ j; .f' '.{:�:Li' -' w�-� si .— ,r T !-�'�.' it .a-i �; �7 .;-� �-`. � �_�•-i •.-1 �a r..

_- - _ I 1. 1. __ _ _,_ _-____ �L � - . : L., ._L.i, .1 ifs _Ia „­L LLEa, i L. _-, _.. .. ... _ _ _ _ ..
The Sanctuary SoilTestingResults
vw
1W
ti
N. C. GRID MONUMENT JIGGS"
N = 129, 415.66
E = 2,333,231.27
C.F.S. = 1.00007701
-_ I11AD 83 (2001)
1
I
i
I
l� j X�: Q
a�-
NV.=22.22
1-FIRE HYD. ASSEMBLY I
1-W MECH. REST. PLU INv.=22.22
1-8' G.V.
25.44
EX
CB
LA CB y � -
INV.-1 .5 0 1 '
INV.=t9.55(N) v
INV.=19.66 S
Z
25.56 26�s 1
.90
rt a �-'P >�
4.6
x 2 S (,
3.9
22.7 x23.34
Ex CB 24.2 1
23.10 x GR-24.73
N/F WISMAN HILDA O'CONNER
DB. 1139 PG. 1892
R08200-002-000
ZONE R15
i
g�
�to
za9 ss � Q
*7
'�� SIDE SETBACK
7 GUM -�-�
20' BUFFER~�
GUM m
18 GUM \
Q
7 GUM
1S"GUM \ c
N� O
INV.=19.90(S} £118•R L'P�i 11
.B INV.=18.98((E}} .02 25i
9a •�3.
Ex CB 18' CP 1
GR-22.90
DbM INV.-19.0 E1
S*x2" TS&V V.-19.0 E) 1
BY UTILITY CONIRAfT
1 1 /2' WATER METER sY, N
BY CFPUA
N !N .=23.
BACKFLOW PREVEN 4
BY UTILITY CONTRAc
(RP OR DCVA 3 25.61 x
SEE NOTES)
Boring
Proposed
Drainage
Infrastructure
CB 3-CB4
Existing
Ground
Elevation (from
topo survey)
30
Measured
Depth to
SHWT
60 "+
Calculated
Elevation of
SHWT
Measured
Infiltration Rate
(in/hr)
l
25
10.4
2
CB 3-CB4
29.5
60 "+
24.5
2
3
C133-CB4
30
60"+
25
2
4
C133-CB4_
C115
30
60"+
60 "+
60 "+
60"+
25
22.5
25
26
6
5
27.5
15.7
6 -'
CB 15
30
9.4
7
CB 14
31
11.9
8
CB 13
30
60 "+
25
15.7
9
C1313-C1312
283
6019+
23.3
15.7
10
CB 12-CB 11
26.5
60 "+
21.5
- - 15.7
2
11
12
CBII -CB 10
C_B_10
25.5
48"
48"
21.5
22
26
2
- 4 - -- -
13
Road Swale
27
_
48"
1 23
14
CB16-CB21
25
12"
1 24
Results shown are taken from report prepared by Pittman Soil Consulting, dated 1-17-12 and Topographic
Survey prepared by Davey Williamson Surveying dated 1-18-11.
N/F MITCHELL AMOS D. (FTAL)
CURVE DATA
DB. 0933 PG. 0576
R08200-002--021-000
Curet
Rb us
Delta
Oxwd
I a§ord Beer
C1
•8� 72
2'45 59
188.82
S t 0'4t 19 E
ZONE R -15
02
3869 72
Y4335
11 U-50
S 08'2831 E
C.3
3819 72
6'53 06
45a72
5 O8'3 45 E
U 8'OgJC EIR 1.82'
ACROSS LINE. P�OSSXE ra4P BE7W EN DEEDSid GUM y� �. BE FONiDy1
FVR THE AUTCHELL PROPERTY
IM S 1107 4 IE e
a 22.84' 10rylOLLY OA 2 10' CPP ROOF DRAIN
3 LWE 0" OAK 24 OAK �Q GR=28.3 O 0.50% MIN.
81H)CKORY INV.=24.1024 04K GR=28.0
4�UM 1 ' INV.-25.2
4
90' BEN
--`so6" SCH40 p
W a2f.7 INV.222.78 0.78 4 0G SERVICE p 1.OX MIN
/ 18 0A1C x
W=19k3 1� d� r 24"GUM PROPOSED
SEPTIC .� SEPTIC " 24*WK
281 REPAIR AREA �� 1 s OAK TANK
' 28 3 29.0 3° 2&5 x2&2
PUMP
��� 36'0AK 26OAK TANK 20"k-
,� N I l l
I Ask42 LILAC 2 DAIC ' 0 ,� a_ o: I
sr M 24 QAK 30• 065ERVA 8s+18 OAK n o' �n ow
o ---zCIDi R
�WELL
� t0'
I ` 1 1/2" SCH40 PVC 2a x x ' �� �C
2.5' BEND ATER SERVICE 48 44K y 10- �- MM RE HYD. FF
1O a 5' FROM DIP FIRE LINL us \
In g" 9' 'K - DIP UNDER :. a AS BLY
�� rn V
a� N N '� D -OAK P T do WATER
25.94 ITa, s? 24 ~ r4
it
N> R MON R UH OEM .. N x28.8 24 " .•
FIRE SERVICE x� 0 1 GN y 28.4 x28.4
1-8 x6" TSdtV F25 OTMERS 28.6 L
1- gRACKLOW PRE t° }AK
( ) 30 2.� - 9 'BEND 0
2 " 0 0 2. CPP 120 LF 12 EXAL PIPE V.-2 .25
F � 1 LF 0 1 o O.00X
�� f 2` EXF7� GR=2$. 30 LF 2-
Ex >u k� CISCCA. ao � PROPOSED o #~ E O 0,00X NV=25.25 �O 12� CPP 1�
GR=24.48 � �O � � 27 _MAIN O� .2 8 28. O.W. a LF 12
INV.@19.02 N O I 4.4 ~60 '
INV.=18.90�S) ! 100'X50 / GR=2$.0 X
- � & INV= � GR=28.0 i5 QAIC '
y N 2 INV-25.25 x X 28.228.2
20 ?A'N11- �_ 15 G14K 2' CB GR=28. 4 8.
,, yw �-�- �- 18LIAK twin �12' INV.= .25 GR=28.
1-FIRE HYD. ASSEMBLY 1 8. �6Rlz:m�--{ �
CONTRACTOR TO EXTEND I� �0 ��. �� /-33 .T-CELIAR IN2 -25.
EX. 8 WATER MAIN / 8.7
AS SHOWN Q 146L,i8 ¢0 17"
Q •� 20' �� 8.8
27.19 �' ED
N x z .%j .# ••��...
' x
x Jam`
NO CULVERc 1p0 5' CHAIN LINK
UNDER EX ro a a FENCE N54,54"W
DRIVE ° >=1 ON LINE± 300 LF GRASS SWALE O 0.32X
ono �X
co
c4i f
METE ACKFLOW
PREVENTER
1�
DOM. SERVICE
1,-8rx2" TS&V
•• ••;�,:.t* 64' PREVENTER•
a• .
FIR
E SERVICE .•:: .:. :: ' ••ti.'...: �; '�' • • � ,
1-8 x6 TS&V : PROPO1 ;-• t 2y
WATER SERVICE NOTES:
- FIRE LINE SHALL INCLUDE A RPDA.
- DOMESTIC WATER SHALL HAVE DOUBLE CHECK VALVE.
- IF BAPTISMAL POOL., NEED AIR GAP.
- CONSTRUCTION WATER NEEDS TO BE ON RP.
- CAN LEAVE RP (CONSTRUCTION WATER) ON
DOMESTIC LINE INSTEAD OF TAKING RP OFF
AND INSTALLING A DC.
WATER MAIN NOTES-
-WATER MAIN SHALL BE INSTALLED WITH 36"
COVER, MINIMUM FROM TOP OF PIPE TO
FINISHED GRADE.
EwsnNG WELL 0
EXISTING WELL 0
PROPERTY OWNER CERTIFICATION:
I (WE) HEREBY CERTIFY THAT I (WE) AM (ARE) THE CURRENT OWNER OF 114E
PROPERTY AND 'THAT UPON RECEIPT OF "AUTHORIZATION -TO -CONSTRUCT' ANY
CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT. WILL BE PERFORMED IN
ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND
RULES OF NEW HANOVER COUNTY. THE STATE OF NORTH CAROLINA AND THE
FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART OF
THIS PLAN. AS THE OWNER. I (WE) ACCEPT FULL RESPONSIBILITY FOR THE
CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED
FACILITIES. i (WE) WILL NOT ATTEMPT TO TRANSFER OF THIS RESPONSIBILITY
FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED
FACILITIES, i ( WILL NOT ATTEMPT TO TRANSFER OF THIS RESPONSIBILITY
WITHOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY.
SIGNATURE:
!�� - ( a----
PRIN10 NAME AND TITLE: „ S% LA �> . C t Aflk' ASoall_ k Pq"-IZ
DATE: . �2_, ri o_'Po I' a ..
Location map not to scale
WATER & SEWER SERVICES TO BE
INSTALLED PER SECTIONS 603 do 703
OF THE CURRENT IBC SLOPE 3.1 FROM EX. ELEVATIONS AT
PROPERTY LINE TO TOP OF SLOPE
TO CREATE "LEVEL' AREA DIRECTLY
BEHIND BUILDING, SLOPED AWAY FROM
FIRE PROTECTION CONTRACTOR BUILDING PER CURRENT BUILDING CODE REQ.
TO MAKE TIE IN TO BUILDING
PLUMBER TO MAKE DOMESTIC 10' CPP ROOF DRAIN
TIE IN TO BUILDING O 0.50X MIN.
5' OAK 5 B�?'37'GR-28.0 EIP
INV=2525
.
��~ GR-28.0
27 S ���� 092.10' �
s'INE INV=25.25
�, I�S1p �EIBACK �' 1091.46•
28.5x 28.3
J,y 2s BUFFER
INV.-25.2 22"LUIK j i;SIR
�TUARY 25 2 x 2 x ry 0 ` N/F JOHN L. DOUGLAS, III
11' `4 /
DB. 2847 PG. 93
8. 2 R08200-002-050-000
GR=28.0 1T" PIN v, 4 x ro� ZONE R-15
47 LF 12' EXFlL Sri J6 a4K G =28. 2�_� / � ti9 N/F SANCTUARY CHURCH of WILMINGTONY EIP �--
DB. b520 PG. 0280
P E O 0.03x 2� r " / 28. q
x2 12"PINE x R08200-002-028-000 �a y
28.5 11 " 1 �d GR=28A ZONE R-15
10 �• � 2 .
z 12"P " •4 INV.=25.25 / 8.15 ACRES 1 m
" J 1
9 C W a �O
x as
28. 28.4 ry� "' 1 N/F PHILEMON JEFFERY T.
428.5I 2 7 DB. 2267 PG. 0580
XFlL`PIPI V.=25.2 W X '
8.5 2 t _ �-� za' SUFFER R08200-002-202-000
�l r
100 12 \ ,g �� 12 o a x 5 1 Ne 5 s_-� z ON E R -15
O .nAx LF
• x f -M K ��
�(FIL PIPE
W r ---
INE PIP IINVEX17L 1 25.2 1w2-f-1N�V�2'50.25 L PfP ~O p iw' EIR N 8422 01p yy 254 97'
1 �
GR 28.0 D" 82.2& TIN -2A q
IN 5.2 "PINE a 0 8r x o
K 711 y i 'MG N
uC ? OAK 111k7tL ) GR=28.0 I j o,
NGR-28.0 n ! "1 N/F SIMOTAS SPIRIDON & JOANNE
28.6 2 INV.=25V f6
.2 INV.-25 5� GR=28.0 vmi DB. 2257 PG. 0548
28.8 V = 5.22 8 6 INV=25.25 ��
" w R08200-002-046000
�f ZONE R--15
15 10 GU 2 I a
14"GA1C 15' SIDE SETBACK
RIP RAP ENDW 1OAK
NV.=26.5 Tip
148 LF 15' RCP O 1.35X LPt
CULVERT TO BE INSTALLED COMP
CONTINUOUS TO ENDWALL [ o
!N
N/F GAUSE FAMILY REVOCABLE TRUST
.y
DB. 5287 PG. 0732
R08200--002-029-DOO
ZONE R-15 j
SITE DATA
DESIGNER'S CERTIFICATION: SOIL TYPES: LAKELAND, WAKULLA & LEON
I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PROPOSED DISTURBED AREA: 5.92 AC (258,023 SF)
PREPARED IN ACCORDANCE WITH THE LATEST PROPOSED IMPERVIOUS AREA: 2.73 AC (118,817 SF)
NEW HANOVER COUNTY ORDNANCES AND NO WETLANDS ARE PRESENT ON SITE PER USACOE ACTION ID: SAW-2010-00506
STORM WATER DESIGN MANUAL
SIGNATURE: -
PRINTED NAME AND TITLE: Fo
DATE:
REGISTRATION NO: 19915
FOR PERMITTING ONLY - NOT FOR CONSTRUCTION
GRAPHIC SCALE
30 0 25 50 100 200
c IN FEET )
i inch = 50 &
I
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0 �3
00
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00 O
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00
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PROJECT # 11012
FILE # 11012CVL.dw
DRAWN BY: A.S.D.
DATE: 10-28-11
REVISION DATES:
1-23-11 REVISE
RAINAGE SYSTEM PER
IELD INFILTRATION RATE
2-3-12 REVISE
DRAINAGE SYSTEM PER
DETAILED SOILS REPORT
-17--12 REVISIONS PE
HC ENGINEERING &
CDENR REVIEW
-27-12 ADD NOTES
OR SOUTH PL GRASS
WALE & ADD CULVERT
OR OFF -SITE DRAINAGE
ER NHC ENGINEERING
EVIEW
-31-12 ADD FH'S PER
FPUA REVIEW
8-22-12 ADD EX
GRADES TO HWY 421
PVMT & DRAINAGE PER
NCDOT REVIEW
8-27-1J f14PWER SITE
A al
SEAL
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TO EXISTING GRADE BEYOND 1-1 1 w TO EXISTING GRADE BEYOND c
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APPLIES TO STA. 0+00-3+00 — — — — — — _ _ _ _ _ - w
MEET EX. EOP GRADES
TYPICAL ASPHALT PAVEMENT SECTION
N.T.S.
2" TYPE SF9.5 ASPHALT
SURFACE COURSE COMPACTED
0 1OOX MAX. DENSITY
MODIFIED PROCTOR )
6" A.B.C. COMPACTED
- ' TO 100% MAX. DENSITY
MODIFIED PROCTOR }
SUBGRADE COMPACTED TO
100X MAX. DENSITY
( MODIFIED PROCTOR )
Km
IMPORTED EARTH FOR USE IN THE FILL AREAS OF THE PAVEMENT SECTION
SHALL BE FREE OF ANY ROOTS, ROCK OR OTHER DELETERIOUS MATERIAL AND
IN CONFORMANCE WITH AASHTO A-1. A-3 OR A-2-4. COMPACTION SHALL BE
95X MAX. DENSITY ( STANDARD PROCTOR )
CONTRACTOR TO VERIFY SUITABILITY OF IN SITU SOIL PRIOR TO CONSTRUCTING
PAVEMENT AREAS (NO GEOTECHNICAL INFORMATION PROVIDED FOR DESIGN)
ASPHALT PAVEMENT SECTION
N.T.S.
EXIST. EDGE
OF PAVEMENT
.DETAIL OF DRIVEWAY
N.T.S.
FOR PERMITTING ONLY - NOT FOR CONSTRUCTION
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PROJECT # 11012
FILE # 11012CVL.dw
DRAWN BY: A.S.D.
DATE: 10-28-11
REVIS#ON DATES:
11-23-11 REVISE ROAD
ROFILE TO
CCOMODATE DRAINAGE
YSTEM REVISIONS
2--'3-12 REVISE ROAD
ROFILE TO
CCOMMODATE
RAINAGE SYSTEM
EVASIONS PER
ETAILED SOILS REPORT
2-17-12 REVISE ROAD
ELVATIONS PER NHC
ENGINEERING REVIEW
--10-12 ADD DRIVEWA
ETAIL PER NCDOT
EVIEW
—31-12 REVISE ROAD
ROFILE PER NCDOT
EVIEW
—27-12 LOWER SITE
PER WNE'Rtp
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SHEET NUMBER:
C-4
4 OF 9
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ti
19-GUAGE HARD%
CLOTH (1/4 MESI
OPENINGS)
00
s
7-
NOTES
1. STONE SIZE - USE #4 AGGREGATE (SEE ASTM C33-03)
2. FABRIC- INSTALL A NON -WOVEN GEOIEXTILE FABRIC THAT MEETS THE REQUIRMENTS
OF SECTION 1056 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES,
2006 EDITION PRIOR TO PLACING ANY STONE.
3. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
4. THICKNESS - NOT LESS THAN 8 INCHES.
5. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS AND EGRESS.
6. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED.
IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS
INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL
BE PREVENTED FROM ENTERING ANY EXISTING STORM DRAIN, DITCH OR WATERCOURSE
THROUGH THE USE OF SAND BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS.
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY.
THIS MAY REQUIRE PERIODI TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS
DEMAND AND REPAIR AND/OR CL.EANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC
RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY.
STABILIZED CONSTRUCTION
ENTRANCE
N.T.S.
5' MAX. STEEL POST
P05T WELDED WIRE FABRIC
FILTER FABRIC
R
MIN. 12 GA. R)) F�TER FABRIC
W.W.F. r 8 IN. BURIAL
NOTES
1 - 6" x 6" WELDED WIRE FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH.
2 - FILTER FABRIC SHALL MEET OR EXCEED 150 LBS GRAB TENSILE STRENGTH
PER ASTM-D-16-82, 180 PSI BURST STRENGTH PER ASTM-13-2263 AND
70 ON COE E.O.S. TEST
3 - STEEL POST SHALL_ BE 5'-0* IN HEIGHT AND BE OF THE SELF -
FASTENER TYPE
I- 4' MAX'
SEDIMENT FENCE
N.T.S.
r;r.r..i
CV
STEEL POST
HARDWARE CLOTH
NCDOT #5 OR #57
/-WASHED STONE
4-
NOTES
1 - STEEL T POST SHALL BE W-0" IN HEIGHT AND BE OF THE SELF -
FASTENER TYPE
2 - PLACE A 2' FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING
3 - TOP ELEVATION OF THE STRUCTURE MUST BE AT LEAST 12" LOWER
THAN THE GROUND ELEVATION DOWNSLOPE OF THE INLET
4 - INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH 1 `2" OR GREATER
RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS.
DO NOT DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL
REPLACE STONE AS NEEDED.
HARDWARE CLOTH &
GRAVEL INLET PROTECTION
N.T.S.
i
o
PLAN
SECTION AA
FARRIP
OUTLET PROTECTION DETAIL
N.T.S.
OUTLET PROTECTION TABLE
PIPE SIZE STONE SIZE APRON LENGTH APRON WIDTH
EX 18" 2" D 50 14' 18.5'
24" 15" D 50 28' 34'
NOTES
1. La IS THE LENGTH OF THE RIP RAP APRON.
2. t = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS
THAN 6".
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL
BANKS TO AN ELEVATION OF 12" ABOVE THE MAXIMUM TAILWATER
DEPTH OR TO THE TOP OF THE BANK, WHICHEVER 1S LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN
THE RIP RAP AND SOIL FOUNDATION. FILTER FABRIC SHALL CONFORM
TO EROSION AND SEDIMENT CONTROL SPECIFICATIONS.
DO��abE
"-SILT FENCE (SEE DETAIL)
TOPSOIL PILE
N.T.S.
THICKNESS )
I" CORE HEIGHT )
IF FLOW
NOTE
1. ALL STONE AND RIP RAP SHALL BE QUARRY GRANITE FREE FROM
TRASH OR OTHER DELETERIOUS MATERIAL
2. STONE DAM CONSTRUCTION SHALL EXTEND ACROSS THE
ENTIRE SWALE SECTION. THE HEIGHT SHALL BE 75% OF THE
SWALE DEPTH. THE TOE OF THE DAM SHALL BE BURIED
3 TO 6 INCHES BELOW THE BOTTOM OF THE SWALE INVERT.
STONE CHECK DAM
N.T.S.
SEEDING =IMULE-
Permanent Seeding: Grass seed shall be free from
noxious weed seeds and redeoned. Seed shall be recent
Grade A crop treated with appropriate fungicide at time of
mixing and delivered to the site in sealed containers with
dealers guaranteed analysis:
Proportion by weight:
30% Carpet Gross
30% Bermuda Grass
20% Creeping Fescue
20% Kentucky 31
Mixture shall contain 20 pounds of rye per 100 pounds of
seed if planted November through March.
Hydroseed: Hydroseed slurry mixture shall be:
Wood Fiber Mulch 1200 lbs/acre
Carpet Grass 50 Ibs/acre
Bermuda Gross 40 Ibs/acre
10/10/10 Fertilizer 400 Iba/acre
Rye Grass shall be added at a rate of 150 lbs/acre if
planted between November and March.
1/2 FT/1' CALIPER
V HIGH, ORANGE POLYETHYLENE
SAFETY NETTING
TREE PROTECTION
N.T.S.
EROSION CONTROL FABRIC
GRMIITE RIP RAP CULVER
12 THICKNESS T r g' MIN.
3' d -
PROPOSED
GRADE ( I
GRADE
COMPACTED
EARTH
RIP RAP END WALL
N.T.S.
Cross -Section
CULVERT
MINIMUM
2 FEET
NATURAL GROUND
HHAOWALL \
/
MINIMUM
COA] :
4 FEET
AGGGR TE SMALL
GEOTExTILE
(OPTIONAL) RIPRAP
Perspective View
HEADWALL
1. FILTER RING TO BE CONSTRUCTED OF STONE NO SMALLER THAN 10--15 INCHES (50--100 L BS)
2. COARSE AGGREGATE TO BE #57 STONE
3. ROCK TO BE HAND PLACED TO UNIFORMLY SURROUND THE END OF THE CULVERT
4. FILTER RING TO BE KEPT CLEAR OF TRASH AND DEBRIS.
5. SEDIMENT TO BE REMOVED WHEN ONE-HALF FULL
STONE FILTER RING
N.T.S.
GENERAL NOTES:
1. BOUNDARY AND TREE LOCATIONS TAKEN FROM A SURVEY PREPARED BY ROBERT H. GOSLEE
der ASSOCIATES, PA, DATED FEBRUARY 1, 2012. TOPOGRAPHIC INFORMATION TAKEN FROM
A SURVEY PREPARED BY DAVEY WIWAMSON SURVEYING, DATED 1-11-11.
2. ALL WORK SHALL COMPLY WITH APPLICABLE STANDARDS, ORDINANCES, REGULATIONS AND
OTHER REQUIREMENTS OF NEW HANOVER COUNTY, THE N.C. DEPARTMENT OF
NATURAL RESOURCES, THE U.S. ARMY CORPS OF ENGINEERS, THE U.S. ENVIRONMENTAL PROTECTION
AGENCY, THE NORTH CAROUNA DEPARTMENT OF LABOR AND THE U.S. OCCUPATIONAL SAFETY
AND HEALTH ADMINISTRATION AND OTHER LOCAL, STATE, AND FEDERAL AGENCIES HAVING
JURISDICTION OVER ANY OF THE PORTIONS OF WORK ASSOCIATED WITH THIS PROJECT.
AGENTS OF EACH OF THESE AGENCIES HAVE LEGAL RIGHT TO ACCESS AND INSPECTION OF
ANY AND ALL PORTIONS OF THE WORK AND SITE AT ANY TIME, SCHEDULED OR
UNSCHEDULED. ANY PENALTIES, FINES, OR VIOLATIONS SHALL BE AT THE EXPENSE OF
THE CONTRACTOR, UNLESS THE RESULT OF THE ACTIONS OF OTHERS.
3. NO PORTION OF THE WORK SHALL BE ACCOMPLISHED UNTIL THE APPROPRIATE PERMITS
AND APPROVALS COVERING THAT PORTION OF THE WORK HAVE BEEN RECEIVED.
4. THE CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS OR TEMPORARY SERVICES WITH
REPRESENTATIVES OF APPROPRIATE UTILITY COMPANIES. THE CONTRACTOR SHALL CONFIRM
THE PRESENCE OF UTILITIES OR LACK THEREOF ON ANY PORTION OF THE SITE(S) PRIM
TO PERFORMING WORK IN THOSE AREAS. CONTRACTORS' BID PRICE SHALL INCLUDE THE
COST OF UTILITIES REPLACEMENT, RELOCATION AND/OR MAINTENANCE. THE CONTRACTOR
SHALL COORDINATE WITH THE LOCAL UTILITY COMPANIES FOR INSTALLATION OF POWER,
TELEPHONE, CABLE AND GAS SERVICE. ANY DAMAGE TO EXISTING UTILITIES BY THE
CONTRACTOR SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
5. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN EXISTING CONDITIONS
OR DESIGN PRIOR TO CONSTRUCTION.
6. CAROLINA SITE DESIGN, INC. WAIVES ANY AND ALL RESPONSIBILITY AND/OR LIABILITY
FOR PROBLEMS ARISING FROM DEVIATION FROM THESE DOCUMENTS AND THEIR DESIGN INTENT.
AND/OR FROM PROBLEMS ARISING FROM THE FAILURE OF OTHERS TO NOTIFY CAROUNA
SITE DESIGN, INC. AND/OR FOLLOW CAROUNA SITE DESIGN, INC.'S GUIDANCE CONCERNING
ANY ERRORS. OMISSIONS OR INCONSISTENCIES WHICH MAY BE FOUND HEREIN.
GENERAL SPECIFICATIQNS;
- CONTRACTOR SHALL REFERENCE NCDOT STANDARD SPECIFICATIONS AND THE
INTERNATIONAL BUILDING CODES FOR SPECIFICATIONS REGARDING THIS WORK.
- WATER AND SEWER SERVICES SHALL BE COORDINATED WITH THE PLUMBING
CONTRACTOR. PLUMBER SHALL MAKE ALL SERVICE TIE INS TO THE BUILDING.
- ALL ROOF LEADERS SHALL DISCHARGE TO DRAINAGE SYSTEM.
SEDIMENT AND EROSION CONTROL NOTES:
- PROVIDE MINIMUM 25' WIDE X 50' LONG X 8" DEEP GRAVEL ENTRANCE PAD
AT ALL CONSTRUCTION VEHICLE ACCESS POINTS TO DISTURBED PORTION
OF THE SITE ;
- PROVIDE do MAINTAIN INLET PROTECTION FOR ALL CATCH BASINS UNTIL ALL
AREAS DRAINING TO THE BASIN ARE PERMANENTLY STABILIZED.
- PROTECT INFILTRATION BASIN FROM EROSION do SEDIMENTATION DURING CONSTRUCTION
RESTORE INFILTRATION BASIN TO DESIGN GRADES AT END OF CONSTRUCTION.
CLEAN ALL SEDIMENT FROM CATCH BASINS AT END OF CONSTRUCTION.
- CONTRACTOR TO PROVIDE AIJD MAINTAIN SEDIMENT FENCE AS REQUIRED
FOR DURATION OF CONSTRU""TION ACTIVITIES.
- INSPECT ALL EROSION AND :MMENT CONTROL DEVICES ONCE PER SEVEN DAYS, AND IMMEDIATELY
FOLLOWING ANY RAINFALL Or 0.5' OR MORE IN A 24-HOUR PERIOD. RESPONSIBLE INDIVIDUAL SHALL LOG
INSPECTION DATES ON THIS SHEET AND SHALL KEEP A LOG WITH THIS PLAN DESCRIBING ANY CORRECTIVE
ACTIONS TAKEN. SEDIMENT ACCUMULATIONS ALONG SILT FENCE SHALL BE PROMPTLY REMOVED.
- ANY AREAS ALONG THE PE:IMETER OF THE PROJECT MUST BE STABILIZED WITHIN 7 DAYS OF LAND DISTURBANCE.
THESE AREAS SHALL BE SEEDED PER SECTION 2201 OF THE SPECIFICATIONS.
- ANY AREAS WHICH ARE NO'T TO BE FURTHER GRADED WITHIN A 14-DAY PERIOD, OR WHICH HAVE NOT
BEEN GRADED WITHIN 14 DAYS SHALL BE SEEDED PER SECTION 2201 OF THE SPECIFICATIONS.
- ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL
COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL
CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE
AND THE SITE IS STABILIZED.
- THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED
ROADWAYS FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY
REMOVE MUD/SOIL FROM PAVEMENT. AS MAY BE REQUIRED
- TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION
TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT -LADEN WATER
TO APPROPRIATE TRAPS OR STABLE OUTLETS.
- LITTER, CONSTRUCTION DEBRIS, OILS. FUELS. AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR
IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD
BE EXPOSED TO STORM WA?I=R MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
- PROVIDE PERMANENT COVER OF ALL NONPAVED AREAS PER LANDSCAPING PLAN
OPERATION & MAINTENANCE STORM WATER MANAGEMENISYS�=
- THE OWNER IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE
STORM WATER MANAGEMENT SYSTEM.
- PERIODIC MAINTENANCE OF TfE SYSTEM MUST BE PERFORMED FOR THE SYSTEM
TO FUNCTION PROPERLY. PERIODIC MAINTENANCE SHOULD INCLUDE AT LEAST THE FOLLOWING-
- MAINTENANCE OF ALL PARKING AND LANDSCAPED AREAS.
- REMOVAL OF ALL SEDIMENT AND TRASH FROM THE CATCH BASINS, CULVERTS AND INFILTRATION BASIN.
- SEE NCDENR PERMIT AND NHC STORMWATIER OPERATION AND MAINTENANCE AGREEMENT FOR APPROVED
MAINTENANCE SCHEDULE
- ALL ROOF LEADERS SHALL TIE TO PROPOSED STORM WATER MANAGEMENT SYSTEM
FOR PERMITTING ONLY - NOT FOR CONSTRUCTION
O
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SCALE: AS SHOWN
PROJECT # 11012
FILE # 11012CVL.dw
DRAWN BY: A.S.D.
DATE: 10-28-11
REVISION
DATES:
1-23-11 REVISE DROP
NLET PROTECTION
ETAIL
--17-12 REVISIONS PE
HC ENGINEERING &
CDENR REVIEW
-27-12 REVISE STONE
HECK DAM DETAIL &
DD STONE FILTER RING
ETAIL PER NHC
NGINEEING REVIEW
-23-12 REVISE STONE
HECK DAM DETAIL &
TONE FILTER RING
ETAIL PER NHC
NGINEEING REVIEW
4
CAR
®kESS1
SEAL
�$91�
.!ME
3.13�ti �
SHEET NUMBER:
C 5.1
5 OF 8
%`'

I -L .:1L AM, 1_. .I. i•a -- — --1 s s_ _ �. -� in ..i. r'a.i: �_.v.r tL� ��.���1 -
SCREEN FENCE TO SURROUND
AND CONCEAL DUMPSTER
(SEE ARCHITECTURAL DETAIL)
• �• .. •• _. • ! d•.
4i DUMPSTER •
• 5'-6" x 5`-6"
. BOLLARD'
• !.o
•
' • ' •e4 '• t .•1 a -
' t 'f.
4.
12' -F• CE4O' F •6UR•B •
• TO -FACE. OF •CU ' ..
• , ; ;6"N3000 P.S.E. CONCRf1E •
W/ 6x6 W.W.F. •d
f•
TOP VIEW
CONCRETE DUMPSTER PAD
WITH SCREEN
N.T.S.
FILL WITH CONCRETE
6" I.D. GALVANIZED
STEEL PIPE
6" CONCRETE PAD
i
1 CONCRETE FOOTING
..a d
BOLLARD
N.T.S.
"VAN ACCESSIBLE" OR "STANDARD'
ACCESS RAMP HANDICAP PARKING SIGNAGE
SLOPE 6' O 1 ":12"
do TAPER CURB (TYP)
(SEE DETAIL) ANCHORED WHEEL STOP
/ AT EACH SPACE (TYP)
SIDEWALK �/ o
(SEE DETAIL)
FACE OF CURB
=^w
® ® FACE OF WHEEL STOP
Z
TN
5' T
VARIES
(SEE PLAN DIMENSIONS)
NOTE SEE SECTION 02580 PAVEMENT MARKINGS OF THE SPECIFICATIONS.
HANDICAP PARKING SPACES
N.T.S.
HANDICAP AG SS NOTES:
HANDICAP PARKING ACCESS AISLES SHALL BE FLAT AND ACCESS CURB RAMPS SHALL NOT EXTEND
INTO THE PARKING ACCESS AISLES.
ALL CURB CUTS FOR HANDICAP ACCESS SHALL BE LOCATED AS INDICATED ON THIS PLAN AND SHALL
BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS.
ALL SIDEWALKS SHALL BE CONSTRUCTED WITH NO ABRUPT GRADE CHANGES GREATER THAN 1/2"
UNLESS AN APPROVED ACCESS RAMP IS PROVIDED.
ALL SIGNAGE FOR HANDICAP PARKING SHALL BE AS REQUIRED BY THE AMERICANS WITH DISABILITIES
ACT HAND BOOK CHAPTER 11 CABO A117.1 1992 EDITION. SIGNAGE SHALL BE INSTALLED # 6' ABOVE
AND VISIBLE FROM THE DRIVEWAY WHEN A CAR IS PARKING IN THE DESIGNATED SPACE.
FINISH
GRADE
2" TYPE SF9.5 ASPHALT
SURFACE COURSE COMPACTED
TO IOGX MAX. DENSITY
{ MODIFIED PROCTOR )
6" A.B.C. COMPACTED
TO 1007L MAX. DENSITY
{ MODIFIED PROCTOR )
SUBGRADE COMPACTED TO
100X MAX. DENSITY
{ MODIFIED PROCTORhim
}
IMPORTED EARTH FOR USE IN ITHE FILL AREAS OF 714E PAVEMENT SECTION
SHALL BE FREE OF ANY ROOTS. ROCK OR OTHER DELETERIOUS MATERIAL AND
IN CONFORMANCE WITH AASHTO A-1. A--3 OR A-2-4. COMPAC71ON SHALL BE
95X MAX. DENSITY ( STANDARD PROCTOR )
CONTRACTOR TO VERIFY SUITABILITY OF IN SITU SOIL PRIOR TO CONSTRUCTING
PAVEMENT AREAS (NO GEOTECHNICAL INFORMATION PROVIDED FOR DESIGN)
ASPHALT PAVEMENT SECTION
6" ^• 3000 P.S.I. CONCRETE
N.T.S. WITH 6" x 6" W.W.F. AND
/ POLYETHYLENE VAPOR BARRIER
46
SUBGRADE COMPACTED TO
98X MAX. DENSITY
( STANDARD PROCTOR )
NOjM
CONTRACTION JOLVTS SHALL BE SAW CUT INTO HARDENED CONCRETE TO A
DEPTH OF 1 /2 . CONTRACTION JOINTS SHALL BE EVENLY SPACED AS
INDICATED ON THE DRAWINGS AND NOT EXCEEDING 25' SPACING.
IMPORTED EARTH FOR USE IN THE FILL AREAS OF THE PAVEMENT SECTION
SHALL BE FREE OF ANY ROOTS. ROCK OR OTHER DEL.ETERIQUS MATERIAL AND
IN CONFORMANCE
N WITH
5A ASHTOD pROCTAOR }OR A-2-4. COMPACTION SHALL BE
CONCR�'TE PAVEMENT SECTION
N.T.S.
1/2" RADIUS
fvvD 1
4" THK. CONC. SIDEWALK
J I Tr. I UULGI.I
3/8" TEX-•MASTIC ASPHALT JOINT O 10 O.G.
EXPANSION JOINT FILLER BY
J do P PETROLEOM PRODUCTS
30' O.C.
NOTE: TOOLED JOINTS SHALL OCCUR AT 10' O.C. AND EXPANSION
JOINTS AT 30'-0"
TOOLING SHALL BE LEFT EXPOSED TO CREATE "PICTURE FRAME" EFFECT
STANDARD SIDEWALK
N.T.S.
GRATE ELEVATION FRAME do GRATE
( SEE PLAN VIEW ) r EAST JORDAN IRON WORKS. INC.
/ V-5648
r — Dw
PRECAST CONCRETE BOX
5"
•.•.•.•.•.•.•.•-6.•.•.•.
A�
OUTLET PIPE
A -+--�
1 /2" R.
PRECAST BOX SHALL HAVE 6" DIA. HOLE IN 4W x 48" PRECAST CONCRETE BOX
THE BOTTOM AND INSTALLED ON A MIN. 6" COMPONENTS SHALL BE DESIGNED & INSTALLED
BED OF STONE. STONE SIZE SHALL BE #57 TO WITHSTAND H-20 LOADING
FOR PLACEMENT IN CLAY SOILS do PEA GRAVEL
FOR PLACEMENT IN SANDY SOILS.
SECTION A ---A TOP VIEW
CATCH BASIN
N.T.S.
GRATE ELEVATION FRAME do GRATE
( SEE CIVIL PLAN) %EAST JORDAN IRON WORKS, INC.
/ V-5648
4'—Ow
BRICK WEIR
TOP EL 27.50
PRECAST CONCRETE BOX
_ EMERGENCY OVERFLOW
SHALL EXIT BOX
6" MIN. 5" AT THE SAME
ELEVATION AS THE
INVERT IN
A7
OUTLET PIPE
A---*J
PRECAST BOX SHALL HAVE 6" DIA. HOLE IN 48' x 4W PRECAST CONCRETE BOX
THE BOTTOM AND INSTALLED ON A MIN. 6" COMPONENTS SHALL BE DESIGNED do INSTALLED
BED OF STONE, STONE SIZE SHALL BE #57 TO WITHSTAND H-20 LOADING
FOR PLACEMENT IN CLAY SOILS & PEA GRAVEL
FOR PLACEMENT IN SANDY SOILS.
SECTION A —A TOP VIEW
CATCH BASIN 3
N.T.S.
1 /4" WHITE
REFLECTIVE Sl
3/8- WHITE
REFLECTIVE S1
REQUIRED AT
VAN ACCESSIE
SPACES
GALVANIZED S
CHANNEL
RLUF REFLECTIVE
FINISH GRADE
NOTE: EACH SPACE SHALL DISPLAY ONE (1) HANDICAPPED
PARKING SIGN (INTERNATIONAL SYMBOL OF ACCESS) AND
THE PARKING SURFACE HALL BE IDENTIFIED WITH THE
HANDICAPPED PARKING SYMBOL AND PAVEMENT STRIPING.
(SEE DETAIL) SIGN SHALL BE LOCATED FOUR (4) FEET ON
CENTER FROM THE WHEEL STOP. VAN ACCESSIBLE SPACES
AS SHOWN ON THE PLANS SHALL INCLUDE AN ADDITIONAL
SIGN DENOTING "VAN ACCESSIBLE".
HANDICAP -PARKING SIGNAGE
N.T.S.
A
6'-Ow
aco
6' A 3/4" 4 HOLE
3/4" 0 HOLE TO BE USED
PLAN VIEW FOR 2'-f4 REIN BAR TO BE
INSERTED FOR ANCHORING
WHEEL STOP TO PAVEMENT.
SECTION A —A
CONCRETE WHEELSTOP
N.T.S.
SUMTER MACHINERY
MODEL MF-15 / MC-18
( TYPICAL )
CONCRETE BRICK ( TYP-
IN ACCORDANCE WITH
ASiM C 139-73
i•CONCRETE TRANSITION SLAB
6"
OUTLET PIPE
3t1 IAAX_ RANK
NOTE: SEED AND MULCH TOP OF BANK AND SWALE COMPLETE IN
ACCORDANCE WITH THE SEDIMENT AND EROSION CONTROL PLAN
GRASS SWALE
N.T.S.
PRECAST BOX SHALL HAVE 6" DIA. HOLE IN 3' x 3' PRECAST CONCRETE BOX W/ FLAT
THE BOTTOM AND INSTALLED ON A MIN. 6" SLAB TOP & MANHOLE FRAME/GRATE. ALL
BED OF STONE. STONE SIZE SHALL BE #57 COMPONENTS SHALL BE DESIGNED & INSTALLED
FOR PLACEMENT IN CLAY SOILS & PEA GRAVEL TO WITHSTAND H-20 LOADING
FOR PLACEMENT IN SANDY SOILS.
NOTE . MORTOR MIX SHALL BE TYPE S OR M PER NCDOT SPECIFICATIONS
*****15" RCP FROM ADJACENT PROPERTY TO RUN CONTINUOUS THROUGH JUNCTION BOXES
12" EXIFlLTRATION PIPES TO BE BROKEN THROUGH JUNCTION BOXES
SECTION A —A TOP VIEW
JUNCTION BOX
N.T.S.
Tc.- ,.� .,.....
Nom:
1) SEE DRAINAGE PLAN FOR THE DESIGN ELEVATIONS OF THE
BASIN TOP OF BANK AND BOTTOM.
GRASSED INFILTRATION BASIN
N.T.S.
ROADSIDE SWALE STA 0+50-3+45
INFILTRATION BASIN
1 "=50'
GROUND SURFACE
0peo v
o opeo
e�0 a p0
p 0 p0
bQ � e
be p p
p
pp
e
� p p
DO
Op
0O
00
op
Oq
p
pp
p
op
�O bO
INFILTRATION TRENCH
0Oo .pp
peC � � Opb
oppd oa pp
00 eo pe po
Opp ppo
LOCKING CAP
4" PVC PERFORATED PIPE
_INVERT EXCAVATED_ BOTTOM X ,TRENCH
r� I---�-� I I l J� y� UNDISTURBED SOIL
11 t _11 I-�IF
INFILTRATION SYSTEM
OBSERVATION WELL
N.T.S.
PAVEMENT OR GROUND SURFACE
fil::�111_, ,111 '1 1
Opo0a Opp0 Upo0 Opo0po®opoopi
o ppo op0 0 o bpp 00pe pbppa po00
p8 0 0 o pea o Q opp o 0
p O 0 p
dp oovO 0c O
� o
op op
O p p p
00 �o
24" 12"
-- —
TOP TRENCH EL = 27.25
m
O o Ono O
0.6 dO p
oopo
b ao
FULLY PERFORATED
CORRUGATED PIPE
DIAMETER AS SHOWN
ON CIVIL SITE PLAN)
e p
pe
o_
pQ as o0 oP0
p opo �o o Qpoa apt moo po�o� INVERT PIPE -25.25
pb pp o 60 1 opd o 0o OpD po o pp '
y o pp� O ��pp�� popo�� p
o op cl ovo0o r O OC p po O oeo oOC7�0 O�QOo pOpo O BOT. TRENCH EL 24.25
FILTER FA13RICyAROUND TRENCH. (WASHED) ^",
CLEAN SAND
4
MIRAFl 140N OR EQUAL
(OVERLAP 12" MiN. O EDGES)
NOTE: EXFILTRATION PIPE SHALL BE CORRUGATED HI -DENSITY,
01-STRENGTH POLYETHYLENE, HANCOR HI-Q, ADS N-12 � n CICE' u
9R APPROVED EQUAL
ENFILTRATION PIPE DETAIL
N.T.S.
0
L0 �
o�
OD
U
LL
00 O
•
U o
� z
F---•I Z
z
Q r
^J Ln
ui CU
I--� rr•CD
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o V)
v >- n U
Wz xuj
= X OD
F----I W = m ly
W �(3 U ix WZ (AL'>-
0) 0 0
W Naz
E-4
0
to
U CQ
Cat
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Z t�
G�•I o
0 w�2i
C E�
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z
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FI
SCALE: AS SHOWN
PROJECT 11012
FILE # 11012CVL.dw
DRAWN BY: A.S.D.
DATE: 10--•28-11
REVISION DATES:
11-23-11 REVISE EXFIL.
PIPE DETAIL
2-3-12 REVISE
SIDEWALK DETAIL,
CHANGE CB #4 DETAIL
TO CB #3, REVISE
INFILTRATION BASIN TO
GRASSED BASIN
—17-12 REVISIONS PE
HC ENGINEERING &
CDENR REVIEW
—27-12 ADD GRASS
WALE DETAIL
—27-12 REVISE
XFiLTRATION PIPE &
UNCTION BOX DETAILS
9--•13-12 ADD PLAN
DETAIL FOR ROADSIDE
INFILTRATION BASINS
PER NCDENR
9-28-12 REVISE CB 3
TOP WEIR EL & ADD
ELEVATIONS TO EXFIL.
PIPE D T IL
`s t "01 ,
19915
-y
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SHEET UMBER:
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